CUPLOCK SCAFFOLD | CUPLOCK SCAFFOLDING COMPONENTS | DESIGN OF CUPLOCK SCAFFOLD | ASSEMBLE PROCEDURE

TOPIC - Cup Lock scaffolding (Cuplok)

*Introduction-
The Cup lock System Scaffold is a type of modular scaffolding system commonly used in construction projects for supporting workers and materials at height. It consists of vertical standards with cups
welded at regular intervals and horizontal ledgers that are connected to the standards using these cups. The cups have a locking mechanism that allows for quick and secure assembly without the need for nuts and bolts.

*Benefits of cuplok scaffold:
Speed and Efficiency: The modular design and self-locking mechanism allowed for rapid assembly and dismantling, reducing labor costs and project timelines.
Safety and Stability: The secure locking mechanism provided enhanced stability and load-bearing capacity, reducing the risk of accidents and ensuring the safety of workers and materials at height.
Cost-effectiveness: The streamlined assembly process and reusable components offered cost savings over time compared to traditional scaffolding methods.

*The CUPLOK locking procedure
• System is its unique node-point locking device.
• This enables up to four blades to be loosely but safely connected to the standard then locked into position with a hammer.
• The locking device is formed by fixed lower cups, welded to the verticals at 0.5m intervals, and sliding upper cups which drop over the blade ends of the horizontals and rotate to lock them firmly into place, giving a positive, secure connection.
• It is this revolutionary node-point which makes CUPLOK one of the fastest and simplest system scaffolds to erect. Once a CUPLOK structure is ‘based out’ and levelled, subsequent lifts are automatically erected square and horizontal. The lack of loose components makes the system easy to use and exceptionally robust - its galvanised finish making it virtually immune to corrosion.

*CUPLOK safety information
• Safety information including harness requirement (SG4:15)
• Safe working loads (SWL) on platforms will vary between 1.5kN and 3kN per square metre depending on the configuration of the scaffold.
• The UK’s work at height regulations 2005 require that work at height is properly planned, organised and carried out by competent persons.
• Equipment checks following fall incidents
• General site safety

*Design
European Codes of Practice:
• BS EN 12811-1 2003 (Scaffolds performance requirements and
General Design)
• BS EN 12810 - 2003 (Façade Scaffolds made of prefabricated components)
• BS EN 1993 -1 : 2005 (Euro code 3 Design of steel structures)

*Core components
Base and head plate
Universal jack
Combined Jack and base plate
Verticals
Made from 48.3mm diameter
3.2mm thick high grade steel tube,
lower fixed cups at 0.5m intervals
The lowest bottom cup is 80mm from the base of the vertical
*Spigot
Ledgers and transoms (horizontals)
Intermediate transoms
Hop-up brackets
Swivel face brace
Brace adaptor with half coupler
Standard splice
Scaffold board
Hook-end batten
Toe board system
Ladder safety gates

*Scaffold openings (bridge scaffold)


Cuplock (Cuplok)scaffold
cuplock (Cuplok)scaffold information
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cuplock (Cuplok)scaffold components
cuplock (Cuplok)scaffold user guideline
cuplock (Cuplok)scaffold standard
How to assemble a cuplock(Cuplok) scaffold
cuplock(Cuplok) system scaffold
cuplock (Cuplok)ledgers and transoms
cuplock (Cuplok)scaffold bracing
Cuplock (Cuplok)scaffolding component
System scaffolding training
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